Discussion of “Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections” by Kihak Lee and Douglas A. Foutch
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 130, Issue 4
Get full access to this article
View all available purchase options and get full access to this article.
References
Bonowitz, D. (2000). “Northridge earthquake damage to welded steel moment frames.” New recommended seismic design criteria for steel moment-frame buildings: Speakers’ slides, SAC Regional Training Seminars, FEMA, Washington, D.C.
Krawinkler, H., and Gupta, A. (1998), “Story drift demands for steel moment frame structures in different seismic regions.” Proc., 6th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute (EERI), Oakland, Calif.
Liu, J., and Astaneh-Asl, A. (2000). Cyclic tests on simple connections including effects of the slab, SAC/BD-00/03, SAC Joint Venture, Richmond, Calif.
Luco, N., and Cornell, C.A.(2000). “Effects of connection fractures on SMRF seismic drift demands.” J. Struct. Eng., 126(1), 127–136.
Maison, B.F., and Bonowitz, D.(1999). “How safe are pre-Northridge WSMFs? A case study of the SAC 9-story building.” Earthquake Spectra, 15(4), 765–789.
Reis, E., and Bonowitz, D. (2000). “State of the art report on past performance of steel moment-frame buildings in earthquakes.” FEMA 355E, FEMA, Washington, D.C.
Yun, S.-Y., Hamburger, R.O., Cornell, C.A., and Foutch, D.(2002). “Seismic performance evaluation for steel moment frames.” J. Struct. Eng., 128(4), 534–545.
Information & Authors
Information
Published In
History
Published online: Mar 15, 2004
Published in print: Apr 2004
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.